EP2937491B1 - Balancing device for an overhead construction - Google Patents

Balancing device for an overhead construction Download PDF

Info

Publication number
EP2937491B1
EP2937491B1 EP14001496.0A EP14001496A EP2937491B1 EP 2937491 B1 EP2937491 B1 EP 2937491B1 EP 14001496 A EP14001496 A EP 14001496A EP 2937491 B1 EP2937491 B1 EP 2937491B1
Authority
EP
European Patent Office
Prior art keywords
balancing device
plate
canopy
support leg
bore
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP14001496.0A
Other languages
German (de)
French (fr)
Other versions
EP2937491A1 (en
Inventor
René Bangratz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BANGRATZ, RENE
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to HUE14001496A priority Critical patent/HUE036350T2/en
Priority to DK14001496.0T priority patent/DK2937491T3/en
Priority to SI201430439T priority patent/SI2937491T1/en
Priority to RS20171038A priority patent/RS56467B1/en
Application filed by Individual filed Critical Individual
Priority to EP14001496.0A priority patent/EP2937491B1/en
Priority to ES14001496.0T priority patent/ES2641750T3/en
Priority to LTEP14001496.0T priority patent/LT2937491T/en
Priority to PT140014960T priority patent/PT2937491T/en
Priority to PL14001496T priority patent/PL2937491T3/en
Publication of EP2937491A1 publication Critical patent/EP2937491A1/en
Application granted granted Critical
Publication of EP2937491B1 publication Critical patent/EP2937491B1/en
Priority to HRP20171488TT priority patent/HRP20171488T1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F10/00—Sunshades, e.g. Florentine blinds or jalousies; Outside screens; Awnings or baldachins
    • E04F10/005—Rigidly-arranged sunshade roofs with coherent surfaces

Definitions

  • the invention relates to a compensation device for an overhead construction.
  • a canopy which are cantilevered to a building, so in particular a wall, are fixed by means of a support profile.
  • the angular position of the canopy is determined by the arrangement of the support legs of the support profile at an angle to the building. If a canopy plate is clamped in the support profile and / or the canopy is mounted, the angular position can not be changed or aligned any more.
  • a “device for holding a projecting, plate-shaped element” is known (US Pat. DE 202 16 353 U1 ).
  • the device has a wall-connectable to the carrier element with a pivotable about this about a rotation axis clamping holder for the plate-shaped element, wherein the clamping holder is adjustable in its angular position by means of an adjustment and lockable in the desired position.
  • the clamping holder for the plate-shaped element in relation to the carrier element pivoted about an axis of rotation and then locked. Once the desired inclination of the plate is set correctly, the clamp is locked in this position and can then no longer adjust by itself.
  • the WO 2009/005376 A1 discloses a holder, designed as a bottom profile, for a plate, in particular a glass pane, which has clamping jaws with a slot.
  • the holder has a foot part in order to be able to arrange the holder on a structure, in particular a floor.
  • the slot between the jaws may be elongated to receive an edge of the plate.
  • One of the jaws may include a threaded fastener that is operable, even when the foot is attached to the building.
  • the attachment means of one jaw in conjunction with attachment means in the other jaw, clamp the plate so that the plate is held in the slot even though the plate is not disposed parallel to the side surfaces of the jaws facing the slot.
  • JP 2006 348708 A discloses a canopy in which a plate is shown clamped in a profile with an upper and a lower wall.
  • the top wall has a plurality of hole openings for receiving screws to engage a notch.
  • elastic elements are used, so that a pressure element can be arranged on the elastic elements, wherein the elastic elements are pressed into the notch.
  • the DE 83 25 655 U1 discloses a structure for the roofing of a cellar shaft or a cellar opening.
  • the structure has a retractable or collapsible roof support bracket or roof support frame. This is designed as a profiled Blech Weggeteil or bent part and can be arranged flanking the opening on the basement shaft or a wall in pairs.
  • the structure is a fixedly anchored one and a hinged angle portion, wherein the angle sections are connected by a hinged joint, and wherein the angle sections can be brought by a locking device in two different folding positions.
  • the support element is adjustable to the final locking, but not the angular position of the plate-shaped element within the support element.
  • the object of the invention is therefore to provide a device which allows compensation or alignment of the angular position of a canopy plate clamped in a carrier element.
  • a compensation device for an arrangeable on a building overhead construction in which a compensation of the angular position of a canopy plate can be done after the clamping in a support profile.
  • the canopy plate is in particular formed of a laminated glass and has two or more glass panes. Between the glass panes is an intermediate layer of a film or the like. educated.
  • the canopy plate is mounted in the connection area of the support profile.
  • the canopy plate is clamped between two support legs of the support profile or rests on a lower support leg.
  • bores are introduced into the lower and / or upper support legs of the support profile. These holes are made in the position in which a pressure element is arranged on the side of the roof plate facing the corresponding support leg. Thereafter, screws are introduced from below and / or from above into these holes and thus exerted on the respective pressure element forces on the canopy plate, so that the angular position of the canopy plate within the support profile is adjustable within certain limits. The limits for the angular range are determined by the distance and the angle of the support legs.
  • a bore is preferably introduced into the lower support leg and screwed the screw from the front.
  • the set screw is pressed against the lower pressure element and thus acts on the pressure element that this pushed upwards is, so presses against the canopy plate, this is raised and thus the angular position of the canopy plate is limited adjustable.
  • the canopy panel may also be formed from other suitable materials, for example an acrylic glass or a composite panel of, in particular, transparent plastics.
  • the device according to the invention has the advantage that the angular position of the canopy plate, which is already clamped in its support profile, is still subsequently changed.
  • Fig. 1 schematically is an overhead structure 10 with a support profile 12, comprising an upper support leg 14 and a lower support leg 16 and a back plate 18, shown.
  • a canopy plate 20 is clamped in the support section 12 .
  • the canopy plate 20 is formed as a laminated glass and has an upper glass 22 and a lower glass 24. Between the two glass sheets 22 and 24, an intermediate layer is arranged.
  • the canopy panel 20 can also be formed of a laminated glass having a plurality of glass panes arranged one above the other, for example three panes of glass, and the corresponding number of intermediate layers. Also conceivable are other materials, such as clear acrylic or the like.
  • “Above” in this context means for the arranged on a building overhead construction 10 in the direction of the roof of the building, “down” in the direction of the ground.
  • a first pressure element 26 is arranged on the back plate 18 proximal end of the upper support leg 16 between the upper support leg 16 and the upper glass pane 22.
  • a first bore 28 is inserted vertically. Through this first bore 28, a first adjusting screw 30 can be screwed, which exerts a force on the first pressure element 26. This acts on the upper glass pane 22 of the canopy plate 20 such that the entire canopy plate 20 can be adjusted by a limited angular range depending on the force exerted by the adjusting screw 30.
  • a second pressure element 32 is further arranged between the lower support leg 16 and the lower glass pane 24. This has the function of a support element for the canopy plate 20.
  • a second bore 34 is vertically or vertically introduced to the alignment of the support leg 16, in which a second screw 36 can be screwed.
  • the second pressure element 32, the second bore 34 and the second adjusting screw 36 are arranged at the front, distally facing away from the back plate 18 end of the lower support leg 16.
  • the overhead construction 10 may in this embodiment have either just screws 30 only from above or screws 36 from below, or both from below and from above, the screws 30, 36 each selectively or at freely selectable intervals continuously along the longitudinal extension of the support profile 12 may be arranged.
  • the angle of the canopy plate 20 clamped in the supporting profile 12 can be adjusted within a limited angular range and adjusted as desired.
  • Fig. 2 shows a further embodiment of the balancing device.
  • the lower support leg 16 is shown.
  • This has a third pressure element 38, which is in particular wedge-shaped.
  • a third, horizontal so aligned horizontally to align the support leg 16 bore 40 is introduced from the front.
  • a third adjusting screw 42 can be screwed from the front. This acts on the third pressure element 38, so that it is moved upward and thus raises the canopy plate.
  • Front in this context means the end of the support leg 16, which in the opposite direction to the back plate 18, so distal away from the building on which the overhead structure 10 is to be arranged, shows.
  • Fig. 3 is the overhead structure 10 with a support section 12 after Fig. 1 shown in an oblique view from above.
  • the lower set screws 36 and also introduced from the front adjusting screws 42 in a number a to ..n be introduced in series.
  • the first pressure element 26 forms a first compensating device with the first adjusting screw 30, the second pressure element 32 forms a second compensating device with the second adjusting screw 36, and the third pressure element 38 forms a third compensating device with the third adjusting screw 42.
  • Each of these balancing devices can be arranged alone or in any conceivable combination or position with each other.
  • Each of these balancing devices can be arranged selectively in the support section 12.
  • one or more of the pressure elements 26 and / or 32 or 38 is not formed as a single element, but continuously band-shaped, for example, attack the respective screws 30 a - n and / or 36 a - n or 42 a - n on the corresponding pressure element band ,
  • the pressure elements 26, 32, 38 are formed for example of plastic or a composite construction of plastic and, for example, a metal or light metal, wherein the metal layer does not come into contact with the glass canopy plate 20 formed.
  • the interaction between the adjusting screw 30, 36, 42 in the respective bore 28, 34, 40 with the respective pressure element 26, 32, 38 as a compensation device allows adjustment or tilting of the canopy plate 20 in the desired angular position in a limited angular range.
  • This angular range is adjustable in limited, mitMRI by the arrangement and the position of the support legs 14, 16 limits.
  • the deviation is understood for the overhead structure 10 different from the position that the canopy plate 20 within the support legs 14, 16 of the support profile 12, in which the canopy plate 20 is clamped in the connection area has.
  • This conditional by clamping between the two support legs 14, 16 position for example, deviates from the right angle of the building or its vertical wall, if the support legs 14, 16 are arranged at this right angle to the back plate 18.
  • the support legs 14, 16 may be arranged at an angle greater or smaller than 90 ° with respect to the back plate 18 angled.
  • the deviation of the canopy plate 10 also refers to the adjustable angular position of their position within the two support legs 14, 16th

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Description

Die Erfindung betrifft eine Ausgleichseinrichtung für eine Überkopfkonstruktion.The invention relates to a compensation device for an overhead construction.

Stand der TechnikState of the art

Es sind Überkopfkonstruktionen in einer Ausbildung als Vordach bekannt, die freitragend an einem Baukörper, also insbesondere einer Wand, mittels eines Tragprofils befestigt sind. Die Winkelstellung des Vordachs wird dabei durch die Anordnung der Tragschenkel des Tragprofils im Winkel zum Baukörper bestimmt. Ist eine Vordachplatte im Tragprofil eingespannt und/oder das Vordach montiert, kann die Winkelstellung nicht mehr verändert bzw. nicht mehr ausgerichtet werden.There are overhead constructions in a training known as a canopy, which are cantilevered to a building, so in particular a wall, are fixed by means of a support profile. The angular position of the canopy is determined by the arrangement of the support legs of the support profile at an angle to the building. If a canopy plate is clamped in the support profile and / or the canopy is mounted, the angular position can not be changed or aligned any more.

Bekannt ist beispielsweise eine "Vorrichtung zum Halten eines auskragend angeordneten, plattenförmigen Elements" ( DE 202 16 353 U1 ). Dabei weist die Vorrichtung ein an der Wand anschließbares Trägerelement mit einem an diesem um eine Drehachse verschwenkbaren Klemmhalter für das plattenförmige Element auf, wobei der Klemmhalter in seiner Winkelstellung mittels eines Verstellmechanismus einstellbar und in der gewünschten Stellung arretierbar ist. Dabei wird der Klemmhalter für das plattenförmige Element im Verhältnis zum Trägerelement um eine Drehachse verschwenkt und anschließend arretiert. Sobald die gewünschte Neigung der Platte korrekt eingestellt ist, wird der Klemmhalter in dieser Lage arretiert und kann sich dann nicht mehr von selbst verstellen.For example, a "device for holding a projecting, plate-shaped element" is known (US Pat. DE 202 16 353 U1 ). In this case, the device has a wall-connectable to the carrier element with a pivotable about this about a rotation axis clamping holder for the plate-shaped element, wherein the clamping holder is adjustable in its angular position by means of an adjustment and lockable in the desired position. In this case, the clamping holder for the plate-shaped element in relation to the carrier element pivoted about an axis of rotation and then locked. Once the desired inclination of the plate is set correctly, the clamp is locked in this position and can then no longer adjust by itself.

Die WO 2009/005376 A1 offenbart eine Halterung, ausgebildet als Bodenprofil, für eine Platte, insbesondere eine Glasscheibe, die Klemmbacken mit einem Schlitz aufweist. Die Halterung weist ein Fußteil auf, um die Halterung an einer Struktur, insbesondere einem Fußboden, anordnen zu können. Der Schlitz zwischen den Klemmbacken kann verlängert ausgebildet sein, um eine Kante der Platte aufzunehmen. Eine der Klemmbacken kann ein mit einem Gewinde versehenes Befestigungsmittel aufweisen, das betätigbar ist, auch wenn das Fußteil an dem Gebäude angebracht ist. Die Befestigungsmittel der einen Klemmbacke können in Verbindung mit Befestigungsmitteln in der anderen Klemmbacke die Platte einspannen, so dass die Platte im Schlitz gehalten ist, auch wenn die Platte nicht parallel zu den in Richtung des des Schlitzes weisenden Seitenflächen der Klemmbacken angeordnet ist.The WO 2009/005376 A1 discloses a holder, designed as a bottom profile, for a plate, in particular a glass pane, which has clamping jaws with a slot. The holder has a foot part in order to be able to arrange the holder on a structure, in particular a floor. The slot between the jaws may be elongated to receive an edge of the plate. One of the jaws may include a threaded fastener that is operable, even when the foot is attached to the building. The attachment means of one jaw, in conjunction with attachment means in the other jaw, clamp the plate so that the plate is held in the slot even though the plate is not disposed parallel to the side surfaces of the jaws facing the slot.

In der JP 2006 348708 A wird ein Vordach offenbart, bei dem eine Platte in ein Profil mit einer oberen und einer unteren Wand eingespannt dargestellt ist. Die obere Wand weist eine Vielzahl an Lochöffnungen auf, um Schrauben aufzunehmen, die in eine Kerbe eingreifen sollen. Dabei kommen elastische Elemente zum Einsatz, so dass ein Druckelement auf den elastischen Elementen angeordnet werden kann, wobei die elastischen Elemente in die Kerbe gedrückt werden.In the JP 2006 348708 A discloses a canopy in which a plate is shown clamped in a profile with an upper and a lower wall. The top wall has a plurality of hole openings for receiving screws to engage a notch. In this case, elastic elements are used, so that a pressure element can be arranged on the elastic elements, wherein the elastic elements are pressed into the notch.

Die DE 83 25 655 U1 offenbart ein Tragwerk zur Überdachung eines Kellerschachtes bzw. einer Kelleröffnung. Das Tragwerk weist einen in sich verschiebbaren bzw. zusammenklappbaren Dach-Tragwinkel bzw. Dach-Tragrahmen auf. Dieser ist als profiliertes Blechprägeteil oder Biegeteil ausgebildet und kann auf dem Kellerschacht oder einer Wand paarweise die Öffnung flankierend angeordnet werden. Das Tragwerk ist ein einen ortsfest verankerten und einen abklappbaren Winkelabschnitt untergliedert, wobei die Winkelabschnitte durch ein Klappgelenk miteinander verbunden sind, und wobei die Winkelabschnitte durch eine Feststellvorrichtung in zwei verschiedene Klappstellungen gebracht werden kann.The DE 83 25 655 U1 discloses a structure for the roofing of a cellar shaft or a cellar opening. The structure has a retractable or collapsible roof support bracket or roof support frame. This is designed as a profiled Blechprägeteil or bent part and can be arranged flanking the opening on the basement shaft or a wall in pairs. The structure is a fixedly anchored one and a hinged angle portion, wherein the angle sections are connected by a hinged joint, and wherein the angle sections can be brought by a locking device in two different folding positions.

Nachteilig an den bekannten Vorrichtungen ist, dass hierbei das Trägerelement bis zur endgültigen Arretierung verstellbar ausgebildet ist, jedoch nicht die Winkelstellung des plattenförmigen Elements innerhalb des Trägerelements.A disadvantage of the known devices, that in this case the support element is adjustable to the final locking, but not the angular position of the plate-shaped element within the support element.

Aufgabe der Erfindung ist es daher, eine Vorrichtung zur Verfügung zu stellen, die einen Ausgleich bzw. eine Ausrichtung der Winkelstellung einer in einem Trägerelement eingespannten Vordachplatte ermöglicht.The object of the invention is therefore to provide a device which allows compensation or alignment of the angular position of a canopy plate clamped in a carrier element.

Offenbarung der ErfindungDisclosure of the invention

Es wird eine Ausgleichseinrichtung für eine an einem Baukörper anordenbare Überkopfkonstruktion nach Anspruch 1 vorgeschlagen, bei der ein Ausgleich der Winkelstellung einer Vordachplatte nach der Einspannung in ein Tragprofil erfolgen kann. Die Vordachplatte ist dabei insbesondere aus einem Verbundglas ausgebildet und weist zwei oder mehrere Glasscheiben auf. Zwischen den Glasscheiben ist jeweils eine Zwischenschicht aus einer Folie odgl. ausgebildet. Die Vordachplatte ist im Anschlussbereich des Tragprofils gelagert.It is proposed a compensation device for an arrangeable on a building overhead construction according to claim 1, in which a compensation of the angular position of a canopy plate can be done after the clamping in a support profile. The canopy plate is in particular formed of a laminated glass and has two or more glass panes. Between the glass panes is an intermediate layer of a film or the like. educated. The canopy plate is mounted in the connection area of the support profile.

Die Vordachplatte ist dabei zwischen zwei Tragschenkeln des Tragprofils eingespannt oder liegt auf einem unteren Tragschenkel auf.The canopy plate is clamped between two support legs of the support profile or rests on a lower support leg.

Zwischen der Unterseite des oberen Tragschenkels und der Oberseite der Vordachplatte und/oder der Oberseite des unteren Tragschenkels und der Unterseite der Vordachplatte sind Druckelemente angeordnet. Diese verhindern einen Kontakt der insbesondere aus Glas ausgebildeten Vordachplatte und den insbesondere aus Metall ausgebildeten Tragschenkeln.Between the underside of the upper support leg and the top of the canopy plate and / or the top of the lower support leg and the bottom of the canopy plate pressure elements are arranged. These prevent contact of the particular formed of glass canopy plate and the support legs formed in particular of metal.

In einem ersten Ausführungsbeispiel werden in den unteren und/oder den oberen Tragschenkel des Tragprofils Bohrungen eingebracht. Diese Bohrungen erfolgen in der Position, in der auf der der Vordachplatte zugewandten Seite des entsprechenden Tragschenkels ein Druckelement angeordnet ist. Danach werden in diese Bohrungen Stellschrauben von unten und/oder von oben eingebracht und damit über das jeweilige Druckelement Kräfte auf die Vordachplatte ausgeübt, so dass die Winkelstellung der Vordachplatte innerhalb des Tragprofils in gewissen Grenzen verstellbar ist. Die Grenzen für den Winkelbereich werden dabei durch den Abstand und den Winkel der Tragschenkel mitbestimmt.In a first embodiment, bores are introduced into the lower and / or upper support legs of the support profile. These holes are made in the position in which a pressure element is arranged on the side of the roof plate facing the corresponding support leg. Thereafter, screws are introduced from below and / or from above into these holes and thus exerted on the respective pressure element forces on the canopy plate, so that the angular position of the canopy plate within the support profile is adjustable within certain limits. The limits for the angular range are determined by the distance and the angle of the support legs.

In einem zweiten Ausführungsbeispiel wird vorzugsweise in den unteren Tragschenkel eine Bohrung eingebracht und die Stellschraube von vorne eingeschraubt. Die Stellschraube wird dabei gegen das untere Druckelement gedrückt und wirkt damit so auf das Druckelement ein, dass dieses nach oben geschoben wird, damit gegen die Vordachplatte drückt, diese angehoben wird und somit die Winkelstellung der Vordachplatte begrenzt verstellbar ist.In a second embodiment, a bore is preferably introduced into the lower support leg and screwed the screw from the front. The set screw is pressed against the lower pressure element and thus acts on the pressure element that this pushed upwards is, so presses against the canopy plate, this is raised and thus the angular position of the canopy plate is limited adjustable.

Die Vordachplatte kann auch aus anderen geeigneten Materialien ausgebildet sein, beispielsweise einem Acrylglas oder einer Verbundwerkstoffplatte aus insbesondere durchsichtigen Kunststoffen.The canopy panel may also be formed from other suitable materials, for example an acrylic glass or a composite panel of, in particular, transparent plastics.

Die erfindungsgemäße Vorrichtung hat dabei den Vorteil, dass die Winkelstellung der Vordachplatte, die bereits in ihr Tragprofil eingespannt ist, noch nachträglich veränderbar ist.The device according to the invention has the advantage that the angular position of the canopy plate, which is already clamped in its support profile, is still subsequently changed.

Weitere Vorteile und vorteilhafte Ausgestaltungen der Erfindung sind der nachfolgenden Figurenbeschreibung, den Zeichnungen und den Ansprüchen entnehmbar.Further advantages and advantageous embodiments of the invention are the following description of the figures, the drawings and the claims removed.

Nachfolgend wird ein Ausführungsbeispiel der erfindungsgemäßen Lösung anhand der beigefügten schematischen Zeichnungen näher erläutert. Es zeigt:

Fig. 1
zeigt ein Tragprofil mit einer Vordachplatte sowie zwei Ausgleichseinrichtungen im Querschnitt,
Fig. 2
zeigt eine weitere Ausführungsform der Ausgleichseinrichtung im Querschnitt und
Fig. 3
stellt die Überkopfkonstruktion mit dem Tragprofil nach Fig. 1 mit der Vordachplatte sowie einer Reihe von Ausgleichseinrichtungen in einer Schrägansicht von oben dar.
An exemplary embodiment of the solution according to the invention will be explained in more detail below with reference to the attached schematic drawings. It shows:
Fig. 1
shows a support profile with a canopy plate and two balancing devices in cross section,
Fig. 2
shows a further embodiment of the balancing device in cross-section and
Fig. 3
restores the overhead structure with the support profile Fig. 1 with the canopy plate and a number of balancing devices in an oblique view from above.

In Fig. 1 ist schematisch eine Überkopfkonstruktion 10 mit einem Tragprofil 12, aufweisend einen oberen Tragschenkel 14 sowie einen unteren Tragschenkel 16 und eine Rückenplatte 18, dargestellt. In das Tragprofil 12 ist eine Vordachplatte 20 eingespannt. Die Vordachplatte 20 ist als Verbundglasscheibe ausgebildet und weist eine obere Glasscheibe 22 sowie eine untere Glasscheibe 24 auf. Zwischen den beiden Glasscheiben 22 und 24 ist eine Zwischenschicht angeordnet.In Fig. 1 schematically is an overhead structure 10 with a support profile 12, comprising an upper support leg 14 and a lower support leg 16 and a back plate 18, shown. In the support section 12 a canopy plate 20 is clamped. The canopy plate 20 is formed as a laminated glass and has an upper glass 22 and a lower glass 24. Between the two glass sheets 22 and 24, an intermediate layer is arranged.

Die Vordachplatte 20 kann auch aus einem Verbundglas mit mehreren übereinander angeordneten Glasscheiben, beispielsweise drei Glasscheiben, und der entsprechenden Anzahl von Zwischenschichten ausgebildet sein. Denkbar sind auch andere Materialien, wie beispielsweise klares Acrylglas odgl.The canopy panel 20 can also be formed of a laminated glass having a plurality of glass panes arranged one above the other, for example three panes of glass, and the corresponding number of intermediate layers. Also conceivable are other materials, such as clear acrylic or the like.

"Oben" heißt in diesem Zusammenhang für die an einem Baukörper angeordnete Überkopfkonstruktion 10 in Richtung des Daches des Baukörpers, "unten" in Richtung des Bodens."Above" in this context means for the arranged on a building overhead construction 10 in the direction of the roof of the building, "down" in the direction of the ground.

Im Anschlussbereich der Vordachplatte 20 ist an dem der Rückenplatte 18 proximal zugewandten Ende des oberen Tragschenkels 16 zwischen dem oberen Tragschenkel 16 und der oberen Glasscheibe 22 ein erstes Druckelement 26 angeordnet. In den oberen Tragschenkel 16 ist eine erste Bohrung 28 vertikal eingebracht. Durch diese erste Bohrung 28 kann eine erste Stellschraube 30 geschraubt werden, die eine Kraft auf das erste Druckelement 26 ausübt. Dieses wirkt derart auf die obere Glasscheibe 22 der Vordachplatte 20 ein, dass die gesamte Vordachplatte 20 abhängig von der Kraft, die von der Stellschraube 30 ausgeht, um einen begrenzten Winkelbereich verstellt werden kann.In the connection region of the canopy plate 20, a first pressure element 26 is arranged on the back plate 18 proximal end of the upper support leg 16 between the upper support leg 16 and the upper glass pane 22. In the upper support leg 16, a first bore 28 is inserted vertically. Through this first bore 28, a first adjusting screw 30 can be screwed, which exerts a force on the first pressure element 26. This acts on the upper glass pane 22 of the canopy plate 20 such that the entire canopy plate 20 can be adjusted by a limited angular range depending on the force exerted by the adjusting screw 30.

Im Anschlussbereich der Vordachplatte 20 ist des weiteren zwischen dem unteren Tragschenkel 16 und der unteren Glasscheibe 24 ein zweites Druckelement 32 angeordnet. Dies hat die Funktion eines Auflageelements für die Vordachplatte 20. In den unteren Tragschenkel 16 ist eine zweite Bohrung 34 vertikal bzw. senkrecht zur Ausrichtung des Tragschenkels 16 eingebracht, in die eine zweite Stellschraube 36 eingeschraubt werden kann. Das zweite Druckelement 32, die zweite Bohrung 34 und die zweite Stellschraube 36 sind dabei am vorderen, distal von der Rückenplatte 18 weg zeigenden Ende des unteren Tragschenkels 16 angeordnet. Durch die Aufbringung einer Kraft durch das Eindrehen der Stellschraube 36 kann die Vordachplatte 20 über die Krafteinwirkung des zweiten Druckelements 32 auf die untere Glasscheibe 24 um einen begrenzten Winkelbereich verstellt werden.In the connection region of the canopy panel 20, a second pressure element 32 is further arranged between the lower support leg 16 and the lower glass pane 24. This has the function of a support element for the canopy plate 20. In the lower support leg 16, a second bore 34 is vertically or vertically introduced to the alignment of the support leg 16, in which a second screw 36 can be screwed. The second pressure element 32, the second bore 34 and the second adjusting screw 36 are arranged at the front, distally facing away from the back plate 18 end of the lower support leg 16. By applying a force by screwing the adjusting screw 36, the canopy plate 20 can be adjusted by the force of the second pressure element 32 to the lower glass pane 24 by a limited angular range.

Die Überkopfkonstruktion 10 kann in diesem Ausführungsbeispiel entweder Stellschrauben 30 nur von oben oder Stellschrauben 36 nur von unten aufweisen, oder aber sowohl von unten als auch von oben, wobei die Stellschrauben 30, 36 jeweils punktuell oder in frei wählbaren Abständen durchgehend entlang der Längsererstreckung des Tragprofils 12 angeordnet sein können. Dadurch kann der Winkel der in das Tragprofil 12 eingespannten Vordachplatte 20 innerhalb eines begrenzten Winkelbereichs justiert und wunschgemäß eingestellt werden.The overhead construction 10 may in this embodiment have either just screws 30 only from above or screws 36 from below, or both from below and from above, the screws 30, 36 each selectively or at freely selectable intervals continuously along the longitudinal extension of the support profile 12 may be arranged. As a result, the angle of the canopy plate 20 clamped in the supporting profile 12 can be adjusted within a limited angular range and adjusted as desired.

Fig. 2 zeigt eine weitere Ausführungsform der Ausgleichseinrichtung. Dabei ist der untere Tragschenkel 16 dargestellt. Dieser weist ein drittes Druckelement 38 auf, das insbesondere keilförmig ausgebildet ist. Am vorderen, distalen Ende des Tragschenkels 16 ist von vorne eine dritte, horizontale, also waagerecht zur Ausrichtung des Tragschenkels 16 ausgerichtete Bohrung 40 eingebracht. In diese horizontale Bohrung 40 kann von vorne eine dritte Stellschraube 42 eingeschraubt werden. Diese wirkt auf das dritte Druckelement 38 ein, so dass dieses nach oben bewegt wird und damit die Vordachplatte anhebt. Fig. 2 shows a further embodiment of the balancing device. In this case, the lower support leg 16 is shown. This has a third pressure element 38, which is in particular wedge-shaped. At the front, distal end of the support leg 16, a third, horizontal, so aligned horizontally to align the support leg 16 bore 40 is introduced from the front. In this horizontal bore 40, a third adjusting screw 42 can be screwed from the front. This acts on the third pressure element 38, so that it is moved upward and thus raises the canopy plate.

"Vorne" bedeutet in diesem Zusammenhang das Ende des Tragschenkels 16, das in entgegengesetzter Richtung zur Rückenplatte 18, also distal weg vom Baukörper, an dem die Überkopfkonstruktion 10 angeordnet werden soll, zeigt."Front" in this context means the end of the support leg 16, which in the opposite direction to the back plate 18, so distal away from the building on which the overhead structure 10 is to be arranged, shows.

In Fig. 3 ist die Überkopfkonstruktion 10 mit einem Tragprofil 12 nach Fig. 1 in einer Schrägansicht von oben dargestellt. Dabei sind im oberen Tragschenkel 14 eine Reihe von Stellschrauben 30a, 30b, 30c, 30d, .. 30n dargestellt, die in einer Reihe an der distalen Seite des oberen Tragschenkels 14 in Richtung auf die Rückenplatte 18, hin zu einem Baukörper, an dem die Überkopfkonstruktion 10 anordenbar ist, weisend, angeordnet sind.In Fig. 3 is the overhead structure 10 with a support section 12 after Fig. 1 shown in an oblique view from above. In this case, in the upper support leg 14, a set of screws 30a, 30b, 30c, 30d, .. 30n shown in a row on the distal side of the upper support leg 14 in the direction of the back plate 18, towards a building on which the Overhead construction 10 can be arranged, pointing, arranged.

Entsprechend diesem Ausführungsbeispiel können in anderen Ausbildungen auch die unteren Stellschrauben 36 sowie ebenfalls die von vorne eingebrachten Stellschrauben 42 in einer Anzahl a bis ..n in Reihe eingebracht sein.According to this embodiment, in other embodiments, the lower set screws 36 and also introduced from the front adjusting screws 42 in a number a to ..n be introduced in series.

Das erste Druckelement 26 bildet mit der ersten Stellschraube 30 eine erste Ausgleichseinrichtung, das zweite Druckelement 32 bildet mit der zweiten Stellschraube 36 eine zweite Ausgleichseinrichtung und das dritte Druckelement 38 bildet mit der dritten Stellschraube 42 eine dritte Ausgleichseinrichtung. Jede dieser Ausgleichseinrichtungen kann für sich alleine oder in jeder denkbaren Kombination bzw. Position miteinander angeordnet werden. Jede dieser Ausgleichseinrichtungen kann punktuell im Tragprofil 12 angeordnet sein.The first pressure element 26 forms a first compensating device with the first adjusting screw 30, the second pressure element 32 forms a second compensating device with the second adjusting screw 36, and the third pressure element 38 forms a third compensating device with the third adjusting screw 42. Each of these balancing devices can be arranged alone or in any conceivable combination or position with each other. Each of these balancing devices can be arranged selectively in the support section 12.

Ist eines oder mehrere der Druckelemente 26 und/oder 32 oder 38 nicht als Einzelelement, sondern beispielsweise durchgehend bandförmig ausgebildet, greifen die jeweiligen Stellschrauben 30 a - n und/oder 36 a - n oder 42 a - n an dem entsprechenden Druckelemente-Band an.If one or more of the pressure elements 26 and / or 32 or 38 is not formed as a single element, but continuously band-shaped, for example, attack the respective screws 30 a - n and / or 36 a - n or 42 a - n on the corresponding pressure element band ,

Die Druckelemente 26, 32, 38 sind dabei beispielsweise aus Kunststoff oder einer Verbundkonstruktion aus Kunststoff und beispielsweise einem Metall- oder Leichtmetall ausgebildet, wobei die Metallschicht nicht mit der aus Glas ausgebildeten Vordachplatte 20 in Berührung kommt.The pressure elements 26, 32, 38 are formed for example of plastic or a composite construction of plastic and, for example, a metal or light metal, wherein the metal layer does not come into contact with the glass canopy plate 20 formed.

Das Zusammenspiel zwischen der Stellschraube 30, 36, 42 in der jeweiligen Bohrung 28, 34, 40 mit dem jeweiligen Druckelement 26, 32, 38 als Ausgleichseinrichtung ermöglicht eine Verstellung bzw. ein Kippen der Vordachplatte 20 in die gewünschte Winkelstellung in einem begrenzten Winkelbereich.The interaction between the adjusting screw 30, 36, 42 in the respective bore 28, 34, 40 with the respective pressure element 26, 32, 38 as a compensation device allows adjustment or tilting of the canopy plate 20 in the desired angular position in a limited angular range.

Dieser Winkelbereich ist in begrenzten, durch die Anordnung und die Position der Tragschenkel 14, 16 mitbestimmten Grenzen verstellbar. Die Abweichung versteht sich für die Überkopfkonstruktion 10 abweichend von der Position, die die Vordachplatte 20 innerhalb der Tragschenkel 14, 16 des Tragprofils 12, in das die Vordachplatte 20 im Anschlussbereich eingespannt ist, hat. Diese durch Einspannen zwischen den beiden Tragschenkeln 14, 16 bedingte Position ist beispielsweise vom rechten Winkel vom Baukörper bzw. dessen senkrechter Wand abweichend, falls die Tragschenkel 14, 16 in diesem rechten Winkel an der Rückenplatte 18 angeordnet sind. Die Tragschenkel 14, 16 können auch in einem größeren oder kleineren Winkel als 90° gegenüber der Rückenplatte 18 abgewinkelt angeordnet sein. Die Abweichung der Vordachplatte 10 bezieht sich auch dann auf die einstellbare Winkelstellung ihrer Position innerhalb der beiden Tragschenkel 14, 16.This angular range is adjustable in limited, mitbestimmten by the arrangement and the position of the support legs 14, 16 limits. The deviation is understood for the overhead structure 10 different from the position that the canopy plate 20 within the support legs 14, 16 of the support profile 12, in which the canopy plate 20 is clamped in the connection area has. This conditional by clamping between the two support legs 14, 16 position, for example, deviates from the right angle of the building or its vertical wall, if the support legs 14, 16 are arranged at this right angle to the back plate 18. The support legs 14, 16 may be arranged at an angle greater or smaller than 90 ° with respect to the back plate 18 angled. The deviation of the canopy plate 10 also refers to the adjustable angular position of their position within the two support legs 14, 16th

BezugszeichenlisteLIST OF REFERENCE NUMBERS

1010
ÜberkopfkonstruktionOverhead structure
1212
Tragprofilsupport section
1414
oberer Tragschenkelupper support leg
1616
unterer Tragschenkellower support leg
1818
Rückenplattebackplate
2020
Vordachplattecanopy plate
2222
obere Glasscheibeupper glass pane
2424
untere Glasscheibelower glass pane
2626
erstes Druckelementfirst pressure element
2828
erste Bohrungfirst hole
3030
erste Stellschraubefirst set screw
30a, 30b,..., bis 30n30a, 30b, ..., to 30n
weitere Stellschraubenmore screws
3232
zweites Druckelementsecond pressure element
3434
zweite Bohrungsecond hole
36 [a,..., - n]36 [a, ..., - n]
zweite Stellschraubesecond adjusting screw
3838
drittes Druckelementthird pressure element
4040
dritte Bohrungthird hole
42 [a,..., - n]42 [a, ..., - n]
dritte Stellschraubethird set screw
nn
Anzahlnumber

Claims (9)

  1. A balancing device for an overhead construction (10) which is arrangeable on a building structure, comprising a canopy plate (20) which is clamped in a support profile (12) having two support legs (14, 16) in a connection region, wherein at least one bore (28, 34, 40) is formed in at least one support leg (14, 16), in which bore in each case one adjustment screw (30, 36, 46) is arranged, and wherein the adjustment screws (30, 36, 46) are arranged punctually or in a row (a, b, c, d, ..., n) in the support profile (12), and wherein the canopy plate (20) is supported to be adjustable by force actuation of the adjustment screw (30, 36, 46) via pressure elements (26, 32, 38) limited to an angular range, characterized in that each adjustment screw (30, 36, 46) is assigned in each case one pressure element (26, 32, 38) and in that the pressure element (26, 32, 38) is formed in the shape of a wedge.
  2. The balancing device according to claim 1, characterized in that the bore (28) for the adjustment screw (30, 30a, 30b, 30c, 30d, 30n) is formed in the upper support leg (14) vertically proximal to the back plate (18).
  3. The balancing device according to one of the preceding claims, characterized in that the bore (34) for the adjustment screw (36) is formed in the lower support leg vertically distal to the back plate (18).
  4. The balancing device according to one of the preceding claims, characterized in that the bore (49) for the adjustment screw (42) is formed in the lower support leg (16) horizontally from the front.
  5. The balancing device according to one of the preceding claims 1 to 4, characterized in that the pressure elements (26, 32, 38) are formed as a band, so that a plurality of adjustment screws (30 a - n, 36 a - n, 42 a - n) act on the pressure element(s) (26, 32, 38) formed as a band.
  6. The balancing device according to one of the preceding claims 1 to 4, characterized in that the pressure element (26, 32) is formed in the shape of a disk.
  7. The balancing device according to claim 1, characterized in that the canopy plate (20) is formed as a laminated glass pane and includes at least two glass panes (22, 24) having at least one intermediate layer.
  8. The balancing device according to claim 1, characterized in that the canopy plate (20) is formed of acrylic glass.
  9. A building structure having an overhead construction (10), including a balancing device according to one of claims 1 to 8.
EP14001496.0A 2014-04-26 2014-04-26 Balancing device for an overhead construction Active EP2937491B1 (en)

Priority Applications (10)

Application Number Priority Date Filing Date Title
SI201430439T SI2937491T1 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
RS20171038A RS56467B1 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
PT140014960T PT2937491T (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
EP14001496.0A EP2937491B1 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
DK14001496.0T DK2937491T3 (en) 2014-04-26 2014-04-26 Balancing device for an overlying structure
LTEP14001496.0T LT2937491T (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
HUE14001496A HUE036350T2 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
PL14001496T PL2937491T3 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction
ES14001496.0T ES2641750T3 (en) 2014-04-26 2014-04-26 Correction installation for a head structure
HRP20171488TT HRP20171488T1 (en) 2014-04-26 2017-10-05 Balancing device for an overhead construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14001496.0A EP2937491B1 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction

Publications (2)

Publication Number Publication Date
EP2937491A1 EP2937491A1 (en) 2015-10-28
EP2937491B1 true EP2937491B1 (en) 2017-08-09

Family

ID=50630559

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14001496.0A Active EP2937491B1 (en) 2014-04-26 2014-04-26 Balancing device for an overhead construction

Country Status (10)

Country Link
EP (1) EP2937491B1 (en)
DK (1) DK2937491T3 (en)
ES (1) ES2641750T3 (en)
HR (1) HRP20171488T1 (en)
HU (1) HUE036350T2 (en)
LT (1) LT2937491T (en)
PL (1) PL2937491T3 (en)
PT (1) PT2937491T (en)
RS (1) RS56467B1 (en)
SI (1) SI2937491T1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201700024911A1 (en) * 2017-03-07 2018-09-07 Logli Massimo S P A SUPPORT PANEL MOUNTING DEVICE

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8325655U1 (en) * 1983-09-07 1983-12-22 Seitel, Karl Heinz, 5650 Solingen STRUCTURE FOR ROOFING A BASEMENT SHAFT OR A BASEMENT OPENING
DE20216353U1 (en) 2002-10-23 2003-01-02 Pauli & Sohn Gmbh Metallwaren Device for holding a cantilevered, plate-shaped element
JP4734045B2 (en) * 2005-05-18 2011-07-27 株式会社共和 庇
NZ570225A (en) * 2007-07-03 2009-10-30 Glass Vice Holdings Ltd Panel mount

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
PT2937491T (en) 2017-10-06
LT2937491T (en) 2017-11-10
ES2641750T3 (en) 2017-11-13
SI2937491T1 (en) 2017-11-30
HUE036350T2 (en) 2018-07-30
DK2937491T3 (en) 2017-10-16
RS56467B1 (en) 2018-01-31
EP2937491A1 (en) 2015-10-28
HRP20171488T1 (en) 2017-11-17
PL2937491T3 (en) 2018-01-31

Similar Documents

Publication Publication Date Title
DE102012208480B3 (en) Device for supporting solar module on flat roof, has support pivotably attached to support strip in predefined distance from fastening element, and another fastening element for fastening one of bars and provided at free end of support
EP1867364A1 (en) Mounting for sprinkler nozzles
AT10883U1 (en) FASTENING DEVICE WITH A CLAMPING DEVICE
EP2937491B1 (en) Balancing device for an overhead construction
DE202010014944U1 (en) alignment system
DE202022104866U1 (en) Two-part clamping wedge with position lock
EP2937490B1 (en) Overhead construction with holding device
DE202014104235U1 (en) As a plate-shaped element formed wall paneling
DE202016102732U1 (en) Device for straightening a quadrangular thin flat screen
EP3543423B1 (en) Supporting profile with a tipping element
DE102014005888A1 (en) Compensation device for an overhead construction
DE202014003433U1 (en) Compensation device for an overhead construction
EP1371788B1 (en) Mounting frame for sanitary apparatuses
EP1582802A1 (en) Fixture for a flat screen
EP3403526A1 (en) Shelf
DE9416530U1 (en) Device for supporting a countertop on a wall or the like.
DE202015104529U1 (en) Plant box holder
EP3543421A1 (en) Adjusting system
DE9112342U1 (en) Bracket for an awning
EP2218857B1 (en) Mobile partition and device
DE102005056851B3 (en) Hinge plate with leaf part for door or window has base plate in clamping gap formed by surfaces between joint hinge and seat which is height-adjustable during assembly
EP1817462B1 (en) Suspension for a rail
DE102017008020B4 (en) modular wall
DE202016003333U1 (en) fastening system
DE102005013086B4 (en) System consisting of a plinth panel and a cover

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20151028

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: BANGRATZ, RENE

RIN1 Information on inventor provided before grant (corrected)

Inventor name: BANGRATZ, RENE

17Q First examination report despatched

Effective date: 20160805

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170308

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: AT

Ref legal event code: REF

Ref document number: 917017

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170815

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502014004867

Country of ref document: DE

REG Reference to a national code

Ref country code: HR

Ref legal event code: TUEP

Ref document number: P20171488

Country of ref document: HR

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Ref document number: 2937491

Country of ref document: PT

Date of ref document: 20171006

Kind code of ref document: T

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20171002

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: RENTSCH PARTNER AG, CH

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20171010

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2641750

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20171113

REG Reference to a national code

Ref country code: HR

Ref legal event code: T1PR

Ref document number: P20171488

Country of ref document: HR

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E014499

Country of ref document: EE

Effective date: 20170921

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20170809

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 25288

Country of ref document: SK

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20171109

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20170402762

Country of ref document: GR

Effective date: 20180330

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170809

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502014004867

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170809

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20180511

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E036350

Country of ref document: HU

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170809

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170809

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20171488

Country of ref document: HR

Payment date: 20190415

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FI

Payment date: 20190416

Year of fee payment: 6

Ref country code: PT

Payment date: 20190411

Year of fee payment: 6

Ref country code: DK

Payment date: 20190425

Year of fee payment: 6

Ref country code: IE

Payment date: 20190424

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: HR

Payment date: 20190415

Year of fee payment: 6

Ref country code: GR

Payment date: 20190423

Year of fee payment: 6

Ref country code: LV

Payment date: 20190423

Year of fee payment: 6

Ref country code: EE

Payment date: 20190418

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IS

Payment date: 20190415

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170809

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170809

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20170809

REG Reference to a national code

Ref country code: HR

Ref legal event code: PBON

Ref document number: P20171488

Country of ref document: HR

Effective date: 20200426

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E014499

Country of ref document: EE

Effective date: 20200430

REG Reference to a national code

Ref country code: FI

Ref legal event code: MAE

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20200430

Ref country code: NO

Ref legal event code: MMEP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MM4D

Effective date: 20200426

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 25288

Country of ref document: SK

Effective date: 20200426

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

Ref country code: EE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200430

Ref country code: NO

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200430

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200427

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201109

Ref country code: HR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

Ref country code: FI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

Ref country code: HU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200427

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20201026

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RS

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

Ref country code: SK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

Ref country code: LV

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200430

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200426

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20220429

Year of fee payment: 9

Ref country code: ES

Payment date: 20220518

Year of fee payment: 9

Ref country code: CZ

Payment date: 20220421

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20220419

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230417

Year of fee payment: 10

Ref country code: DE

Payment date: 20230418

Year of fee payment: 10

Ref country code: CH

Payment date: 20230502

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SI

Payment date: 20230417

Year of fee payment: 10

Ref country code: SE

Payment date: 20230419

Year of fee payment: 10

Ref country code: AT

Payment date: 20230414

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20230417

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20230420

Year of fee payment: 10

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230426

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20230426

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 20240419

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20240424

Year of fee payment: 11

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20240627